HomeMy WebLinkAbout07/07/2022 - Stamped Plans - - 315 Turnpike Street S*Ite
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Architect
Channel Building Company
355 Middlesex Avenue
Owner Sheetindex Reference Drawings Wilmington,MA 01887-2163
Phone:978.657.7788
Merrimack College No. Drawing Title Latest Issue No. Drawing Title Latest Issue
315 Turnpike ke Street Fax:978.657.7788
p C-0.00 Cover Sheet July 7,2022 SV-1 Existing Conditions Plan of Land 6/29/2021
North Andover,MA 01845 C-1.00 Legend July 7,2022 4 VIEW 4 Views 3/23/2022 email:info@channelbuilding.com
C-2.00 Layout and Materials Plan July 7,2022
C-3.00 Grading,Drainage,and Erosion Control Plan July 7,2022
C-4.00 Utility Plan July 7,2022
Applicant C-5.00 Details Sheet July 7,2022
Merrimack College
315 Turnpike Street
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North Andover,MA 01845
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Legend Abbreviations Notes
Exist. Prop. Exist. Prop. General General Layout and Materials
0
PROPERTY LINE CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY"DIG-SAFE"(1-888-344-7233)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING,FACE OF WALL,AND CENTER LINE OF
---- PAVEMENT MARKINGS,UNLESS OTHERWISE NOTED.
PROJECT LIMIT LINE HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES
----
RIGHT-OF-WAY/PROPERTY LINE BUILDINGS ADJ ADJUST SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. vhb3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED 3. CURBING SHALL BE VGC WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS.
EASEMENT RIPRAP APPROY. APPROXIMATE IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND
BUILDING SETBACK CONSTRUCTION EXIT BIT BITUMINOUS LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO 101 Walnut Street
THE BUILDING,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STAIRWAYS,UTILITY
PARKING SETBACK BS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES PENETRATIONS,CONCRETE DOOR PADS,COMPACTOR PAD,LOADING DOCKS,BOLLARDS,ETC. PO BOX 91 S1
io+oo 27.35 TCx TOP OF CURB ELEVATION (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 61NCHE5 LOAM AND SEED.
-- t BASELINE BWLL BROKEN WHITE LANE LINE 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING Watertown,MA 02471
26.85 BGx BOTTOM OF CURB ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT,THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR.
CONSTRUCTION LAYOUT CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 617.924.1770
132.75 x SPOT ELEVATION 6. PRIOR TO START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT
----- ZONING LINE 6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. INTERFACE WITH PROPOSED PAVEMENTS,AND EXISTING GROUND ELEVATIONS ADJACENT TO
45.0 TWx TOP&BOTTOM OF WALL ELEVATION DYCL DOUBLE YELLOW CENTER LINE
--- TOWN LINE - 38.5 BW WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
BORING LOCATION EL ELEVATION HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
LIMIT OF DISTURBANCE 69 TEST PIT LOCATION ELEV ELEVATION 7. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS Demolition
AND APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH
WETLAND LINE WITH FLAG Q MW MONITORING WELL THE WORK INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
EX EXISTING DOCUMENTS.DO NOT CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT LIMIT OF WORK INCLUDING BUILDINGS,STRUCTURES,PAVEMENTS,SLABS,CURBING,FENCES,UTILITY
FLOODPLAIN APPROPRIATE PERMITS. POLES,SIGNS,ETC.UNLESS INDICATED OTHERWISE ON THE DRAWINGS.REMOVE AND DISPOSE OF
---- ---- UD UNDERDRAIN FUN FOUNDATION EXISTING UTILITIES,FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10
BLSF BORDERING LAND SUBJECT 12"Dy 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
TO FLOODING DRAIN FEE FIRST FLOOR ELEVATION TRAFFIC CONTROL DEVICES.
�z WETLAND BUFFER ZONE 6•RD� 2. EXISTING UTILITIES SHALL BE TERMINATED,UNLESS OTHERWISE NOTED,IN CONFORMANCE WITH
ROOF DRAIN GRAN GRANITE 9, AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS LOCAL,STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS.THE
uDZ NO DISTURB ZONE """"""""""'"""""""" _12""S_ SEWER SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
GTD GRADE TO DRAIN EXPENSE. REPRESENTATIVES.
FM
200'RA 200'R FORCE MAINVERFRONT AREA LA LANDSCAPE AREA 10.IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
--- ---- OHW OVERHEAD WIRE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY, STATE AND LOCAL REGULATIONS,ORDINANCES AND STATUTES.
LOD LIMIT OF DISTURBANCE OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
-- --- ---- GRAVEL ROAD -- -- 6"W WATER MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE
EOP EDGE OF PAVEMENT MAX MAXIMUM IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT
-- 4"FP FIRE PROTECTION OF DEMOLITION.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
88 BITUMINOUS BERM MIN MINIMUM 11.CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORKAND SHALL MAKE NO
2"DW DOMESTIC WATER RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR
BC BITUMINOUS CURB -- -- G GAS NIC NOT IN CONTRACT LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE
12.DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO WORK.
GG CONCRETE CURB -- -- E ELECTRIC NTS NOT TO SCALE ADDITIONAL COST TO OWNER.
CG 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS,THE ENGINEER
CURB AND GUTTER -- -- STM STEAM PERF PERFORATED 13.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE,
FCC EXTRUDED CONCRETE CURB -- -- 7 IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS,TOXIC WASTES OR
TELEPHONE PROP PROPOSED NO COST TO OWNER. POLLUTANTS AT THE PROJECT SITE.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF
MCC MONOLITHIC CONCRETE CURB -- -- FA FIRE ALARM LOSS,DAMAGE,EXPENSE,DELAY,INJURY OR DEATH ARISING FROM THE PRESENCE OF HAZARDOUS
REM REMOVE 14.PROJECTS THAT DISTURB GREATER THAN ONE ACRE OF LAND FALL WITHIN EPA JURISDICTION AND ARE MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY
PCC PRECAST CONC.CURB --- ---- -CAN- CABLE N SUBJECT TO THE REQUIREMENTS OF THE NPDES CONSTRUCTION GENERAL PERMIT(CGP)PROGRAM. CLAIMS MADE IN CONNECTION THEREWITH.MOREOVER,THE ENGINEER SHALL HAVE NO
RUT RETAIN THIS PROJECT ALONE DISTURBS LESS THAN ONE ACRE OF LAND AND IS ASSUMED NOT TO REQUIRE A ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT
SGE SLOPED GRAN.EDGING CGP.HOWEVER,THIS PROJECT,IN COMBINATION WITH OTHER CAMPUS ACTIVITIES,MAY EXCEED THE INVOLVING THE ISSUES OF PRESENCE,DISCOVERY,REMOVAL,ABATEMENT OR DISPOSAL OF ASBESTOS
VGG O CATCH BASIN CONCENTRIC R&D REMOVE AND DISPOSE THRESHOLDS OF THE NPDES PROGRAM.THEREFORE THE CONTRACTOR SHALL BE RESPONSIBLE FOR OR OTHER HAZARDOUS MATERIALS.
VERT.GRAN,CURB O REPORTING THE ACTUAL LIMIT OF DISTURBANCE TO THE OWNER PRIOR TO CONSTRUCTION AND
® CATCH BASIN ECCENTRIC R&R REMOVE AND RESET PREPARING A SWEEP FOR THE PROJECT AND FILING A NOTICE OF INTENT FOR COVERAGE UNDER THE
LIMIT OF CURB TYPE CGP,IF APPLICABLE. Erosion Control
O DOUBLE CATCH BASIN CONCENTRIC SWEL SOLID WHITE EDGE LINE
----- SAWCUT
ODOUBLE CATCH BASIN ECCENTRIC 1. PRIOR STARTING OTHER WORK THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE
® SWILL SOLID WHITE LANE LINE Utilities AGENCIES AND SHALLL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS
LL CUTTER INLET IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT,
BUILDING TS TOP OF SLOPE 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE
f DRAIN MANHOLE CONCENTRIC REPRESENTATION ONLY.THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS
EN BUILDING ENTRANCE O TYP TYPICAL THIS INFORMATION AS SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT (MINIMUM)OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN(SWPPP).THE
O DRAIN MANHOLE ECCENTRIC GUARANTEE THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITIES, CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS
LD LOADING DOCK NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT OF INSPECTION.CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT
- ® TRENCH DRAIN Utility THAT ARE NOT SHOWN ON THE PLANS.PRIOR TO ORDERING MATERIALS AND BEGINNING ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
• BOLLARD PLUG OR CAP CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND
❑D DUMPSTER PAD
t ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM THAT CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT
00 CB CATCH BASIN 3.CLEANOUT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH
SIGN CMP CORRUGATED METAL PIPE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. SEDIMENTATION IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT.
r � FLARED END SECTION
._. DOUBLE SIGN CO CLEANOUT 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE
HEADWALL CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED
DCB DOUBLE CATCH BASIN INTENDED,THE LOCATION,ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED TO PREVENT EROSION.
-- ---- STEEL GUARDRAIL O SEWER MANHOLE CONCENTRIC DMH DRAIN MANHOLE WITHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE
OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,
- ---- WOOD GUARDRAIL O SEWER MANHOLE ECCENTRIC NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT
CIP CAST IRON PIPE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.
CS
---- PATH CURB STOP&BOX COND CONDUIT 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH
Wv ELEVATIONS ON THE GRADING AND UTILITY PLANS. Existing Conditions Information
JWW\ TREE LINE WATER VALVE&BOX DIP DUCTILE IRON PIPE
4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC 1. BASE PLAN:THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY
WIRE FENCE „.. �� TAPPING SLEEVE,VALVE&BOX FES FLARED END SECTION AND TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS,ARE APPROXIMATE AND CONDUCTED BY VHB.THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON AN ACTUAL FIELD
-- - FENCE FIRE DEPARTMENT CONNECTION SHALL BE SET/RESET AS FOLLOWS: SURVEY PERFORMED ON THE GROUND BY VHB,PER THE VOLPE ATHLETIC COMPLEX-MERRIMACK
HVD FM FORCE MAIN COLLEGE AS-BUILT PLAN OF LAND DATED,DECEMBER 8,2014 AND SUPPLEMENTED WITH ADDITIONAL
STOCKADE FENCE ^� FIRE HYDRANT A.PAVEMENTS AND CONCRETE SURFACES:FLUSH FIELD VERIFICATION THROUGH 6/2021.
\„ WM F&G FRAME AND GRATE
pppppp STONE WALL ° WATER METER B.ALL SURFACES ALONG ACCESSIBLE ROUTES:FLUSH A.DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY:VHB
PIV F&G FRAME AND COVER MAC Storage Building
RETAINING WALL POST INDICATOR VALVE G.LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE B.FLAGS MARKING THE WETLANDS WERE LOCATED BY:VHB,62021
GI GUTTER INLET SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.
- -- -•••- STREAM/POND/WATER COURSE �� ® WATER WELL 2. TOPOGRAPHY:ELEVATIONS ARE BASED ON NAVD 1988.
GT GREASE TRAP 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY 315 Turnpike Street
-- -••- DETENTION BASIN ® GAS GATE SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY, 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE L, ,,1
HAY BALES GAS METER
HDPE HIGH DENSITY POLYETHYLENE PIPE THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.).FINAL DESIGN OBTAINED FROM THE VOLPE CENTER EXPANSION PROJECT PERFORMED BY MCPHAIL ASSOCIATES. Nortl l Andover,MA
� LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
-- X SILT FENCE HH HANDHOLE No. Ra�,,s Dete ARPvd.
•EMH ELECTRIC MANHOLE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR Document Use
c------ SILT SOCK/STRAW WATTLE EM H W HEADWALL POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE
ELECTRIC METER ALARM,AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL
HYD HYDRANT THE UTILITIES COMPANY, SERVICE,AND SHALL NOT BE USED,IN WHOLE OR IN PART,FOR ANY PURPOSE OTHER THAN FOR
-4- MINOR CONTOUR �M LIGHT POLE WHICH IT WAS CREATED WITHOUT THE EXPRESSED,WRITTEN CONSENT OF VHB.ANY UNAUTHORIZED
- -20- MAJOR CONTOUR TAM INV INVERT ELEVATION 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: USE,REUSE,MODIFICATION OR ALTERATION,INCLUDING AUTOMATED CONVERSION OF THIS
TELEPHONE MANHOLE DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.
1= INVERT ELEVATION A.WATER PIPES SHALL BE DUCTILE IRON
v 10 PARKING COUNT 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS,SPECIFICATIONS,AND
T❑ TRANSFORMER PAD LP LIGHT POLE B.SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC)SEWER PIPE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT
,T C10 COMPACT PARKING STALLS FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
- UTILITY POLE MES METAL END SECTION C.STORM DRAINAGE PIPES SHALL BE POLYVINYL CHLORIDE(PVC)DRAINAGE PIPE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
z - - DYL DOUBLE YELLOW LINE
SL 4__ GUY POLE PIV POST INDICATOR VALVE D.PIPE INSTALLATION AND MATERIALS SHALL COMPLY WITH THE STATE PLUMBING CODE WHERE 3. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT Issued to, Date
STOP LINE )_ APPLICABLE.CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS.THE Jul 7,2022
GUY WIRE&ANCHOR PVVW PAVED WATER WAY BEGINNING WORK. CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,MANUFACTURERS'LITERATURE,SHOP Local Approvals y
II I III I III I II CROSSWALK oR HAND HOLE DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
PVC POLYVI NYLCH LORI DE PIPE B. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, FEATURES.
® ACCESSIBLE CURB RAMP o INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORIK RELATED ITEMS SUCH AS PULL
PULL BOX Not Approved for Construction
o RCP REINFORCED CONCRETE PIPE BOXES,CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS.SITE CONTRACTOR SHALL PP
ACCESSIBLE PARKING FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BYTHE UTILITY COMPANY AND AS As-Built Documentation
Lk VAN-ACCESSIBLE PARKING R- RIM ELEVATION INDICATED ON THE DRAWINGS.
MATCHLINE 1. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AS-BUILT CAD AND PDE DRAWINGS PREPARED Legend
RIM= RIM ELEVATION 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS AND CERTIFIED BY A REGISTERED LAND SURVEYOR,FOR ALL UNDERGROUND UTILITIES INSTALLED
-a COMPANY'S REQUIREMENTS. UNDER THIS PROJECT,AS WELL AS ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION.
SMH SEWER MANHOLE AS-BUILTS SHALL DOCUMENT THE COMPLETE HORIZONTALAND VERTICAL LOCATIONS OF UTILITY
10.ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY SYSTEMS,AND INCLUDE ELEVATIONS AND SWING TIES FOR ALL PIPES,STRUCTURES AND
v TSV TAPPING SLEEVE,VALVE AND BOX THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL APPURTENANCES INCLUDING,BUT NOT LIMITED TO,UTILITY BENDS,TEES,GATE VALVES,WYE
o MUNICIPAL STANDARDS.FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM CONNECTIONS,BUILDING SERVICE CONNECTIONS,MANHOLES,CLEANOUTS,ETC.AS-BUILT DRAWINGS
UG UNDERGROUND DIAMETER SHALL BE 5 FEET. SHALL IDENTIFY SIZES,MATERIALS AND INVERTS/ELEVATIONS OF ALL PIPES AND STRUCTURES.
UP UTILITY POLE
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\\ z INFILTRATION BASIN#1 EXTENTS OF EXISTING
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Local Approvals July 7,2o22
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MINIMUM LOT AREA 25,000 S.F. 466,069 S.F.
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FRONTAGE 123 Feet 1,109 Feet
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1 Yz"X 1 Y"X 4'WOOD STAKE
OR APPROVED EQUAL
1 Y,'SUPERPAVE SURFACE COURSE-12.5MM
2 Yz"SUPERPAVE INTERMEDIATE COURSE-19.OMM SILT FENCE
o 1"X1"WOOD STAKE,
PLACED 10'U.C.ON
SURFACE ¢"' ROUNDED CONCRETE CAP DOWNHILL SIDE OF 101 Walnut Street
SILTSOCK
00vhb
VARIES ENT 2"RADIUS(TYP.) o t7a PO Box 9151 N -
CONCRETE FILL
SLOPE 2 6' " 2' BIruMlNous Watertown,MA 02471
VARIES CONC.PAVEMENTPRO
/// 617.924.1770
(TOP COURSE) COMPACTED SUBGRADE ARE ECTED
a AREA WORK
w a BITUMINOUS 6"DIA.SCHEDULE 40 STEEL PIPE AREA
GONG.PAVEMENT _ FILLED WITH CONCRETE.COLOR
(BINDER COURSE) HEAVY DUTY FLEXIBLE PAVEMENT _ SELECTED BY OWNER/ARCHITECT
'I 2 PAINT PRIME AND FINISH COATS I� BIODEGRADABLE
TO BE COMPATIBLE WITH INSTALL SUPPLEMENTAL MESH NETTING
'I EXTERIOR METAL SURFACES. COMPOST MATERIAL
TOP OF FLOW COMPOST FILLED
FINISHED GRADE GROUND SIL OCIK TS
SURFACE TREATMENT VARIES (12"TYP.)
1 Y2"SUPERPAVE SURFACE
URSE-
1 Yz"SUPERPAVE NTERMEDIOATE COURSEM 9.0MM
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O �24"DIA.CONCRETE ENCASEMENT
COMPACTED - NOTES
COMPACTED GRAVEL 1
(1Yz"MAX STONE SIZE) GRAVEL COMPACTED GRAVEL 1. SILTSOCK SHALL BE FILTREXX SILTSOXX,OR APPROVED EQUAL.
COMPACTED COMPACTED SUBGRADE 2. SILTSOCIKS SHALL OVERLAP A MINIMUM OF 12 INCHES.
SUBGRADE
_ 3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM
STANDARD DUTY FLEXIBLE PAVEMENT ` EVENTS,AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY
AS NEEDED.
NOTES COMPACTED SUBGRADE
4. UPON SITE STABILIZATION,COMPOST MATERIAL SHALL BE DISPERSED ON
ALL CURBING TO BE MACHINE EXTRUDED NOTES SITE,AS DETERMINED BYTHE ENGINEER.
5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE
PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE COLLECTED AND DISPOSED OF OFFSITE.
RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.
Bituminous Curb(BC) 1/16 Bituminous Concrete Pavement Sections 11/19 Bollard 12/19 Siltsock/Silt Fence Barrier 10/20
N.T.S. Source:VHB LID 406 N.T.S. Source:VHB LID 430 N.T.S. Source:VHB LD_700 N.T.S. Source:VHB LD 658-A
CAST IRON GRATE
RIPRAP STONE SEE DRAINAGE PLANS STANDARD(20"X10")
FES STONE FOR RIM ELEV. CATCH BASIN COMPATIBLE
NO. X Y Z DIA.(Dza) WITH TRENCH DRAIN
X SYSTEM
SEE DRAINAGE PLANS
5 0.5/(Typ.) PAVED AREA LANDSCAPED AREA
END FOR PIPE SIZE,LOCATION SURFACE TREATMENT
f, O CAP w AND INVERT ELEVATION VARIES PAVED AREA
SEE APPLICABLE
-� > FINISH PAVEMENT SECTION LANDSCAPED AREA
IL JI��_I v Z GRADE
PROFILE ^�� ANGLE FRAME SYSTEM COMMON FILL/ MAC Storage Building
ACO KLASSICDRAIN K200 SURFACE TREATMENT COMPACTED GRANULAR FILL ORDINARY BORROW
----- APP OX.L MI (OR APPROVED EQUAL) VARIES
a¢o p OF ENERGY TYPICAL SAWCUT 315 Turnpike Street
a o m DISIPAnoN PAVEME
NNT
BO SECTIO 1 North Andover,MA
-- ..
' DEPTH AND SURFACE No. R...... Dana appal
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8 8 TREATMENT VARIES
SAFETY BAR(S)
DRILL AND MORTAR HORIZONTALLY
NO.6 REBAR EQUALLY SPACED COMPACTED
18"-1 BAR COMPACTED COMMON FILL
24"-1 BAR PLAN COMMON FILL 18"(MIN.) � WARNING TAPE
30"-2 BARS 8, FILTER FABRIC N
CAST-IN-PLACE OVERLAP
36"-2 BARS APRON EDGE TO -
CONCRETE
48"-3 BARS BE SET LEVEL "8 Q o >
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GRAVEL 0
INDCATED ON PLANS. `r' "'d¢ _
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PRECAST CONCRETE FLARED COMPACTED Issued to, Date
INVERT ELEVATION
END SECTION SUBGRADE 2 WASHED COMPACTED BEDDING
SLOPE 1:1(MAX.) a STONE -Z Local Approvals July 7,2022
66
N o
_ STONE FOR PIPE ENDS 12 COMPACTED
FINISH SECTION A-A _ (MIN.)
N Y GRADE DISTANCE VARIES SUBGRADE Not Approved for Construction
�C ---- -- —-- _ SEEDRAINAGE PLANS CATCHBASINTiflk
TRENCH DRAIN NOTES =
o
Details Sheet
N
z -" 1. TRENCH DRAIN SHALL BE HEAVY DUTY NOTES
m CO A TYPE DESIGNED FOR HS-20 LOADING.
1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH
ENERGY DISSIPATION BOWL } CB 2. CONCRETE SHALL BE 4000 PSI CEMENT DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS,
FILTER FABRIC �I DDOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOO 12" PIPE DIA. 12" PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE
CONCRETE(TYPE II)6%(1.5%±)AIR
ENTRAINED. SPECIAL SECTION REQUIREMENTS.
aCOMPACTED SUBGRADE CRUSHED STONE I 2. USE METALLIC TRACING/WARNING TAPE OVERALL PIPES.
SECTION A-A BEDDING y A 3. TRENCH DRAIN GRATE SHALL MEET
(2"STONE SIZE) Ij AMERICANS WITH DISABILITY ACT
~ PLAN (ADA)REGULATIONS. 3. COMPACTED GRANULAR FILL MAY CONSIST OF GRAVEL,
z Dlq CRUSHED STONE,SAND,OR OTHER MATERIAL AS APPROVED BY D—mg N—be,
VARIES
ENGINEER.
Flared End Section(FES)with Stone Protection 3/19 Trench Drain 12/19 Underdrain(UD) 1/16 Utility Trench 11/19
JEFFREYW.N.T.S. Source:VHB LD134 N.T.S. Source:VHB LD190-A N.T.S. Source:VHB LD184 N.T.S. Source:VHB LID IEFFKOET RITz C5.00
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No.50595
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MERRIMATI<COLLEGE 1) THE PROPERTY IINFS SHOWN ON THIS PIA`I ARE BA FP UPON AN ACTUAI FIR D SURVFY
3N TURNPIKE REET CONDUCTED BY VANASSE HANGEN BRUSTLIN,INC IN AUGL T,2 3 AND FROM DEED`_AND ILANS _
NOR H ANDOVER,MA OF RECORD. %Soo
2) THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASE J UPON AN ACTUA-ON-THE-GROUND
INSTRUMENT SURVEY PERFORMED BY VANA>SE HANGEN BRUSTLIN,IN(.BETWEEN APRIL AND
M4RCH,2016 AND UPDATED AGAIN IN APRIL,2021,
3) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD
OBSERVATIONS AND IN-ORMATION OF RECORD.THEE ARE NOT WARRANTED TO BE EXACT Y
LOCATED NOR IS IT WARRANTED TI IAT ALL UNDERGROUND UTILITIES OR OFT IER STRUrTU3ES ARE
"ovhb
SHCYVN ON THIS PLAN.
5, 4) HORIZONTA-DATURI IS BASED ON MASS_GRID SYSTEM HAD 1983,ELEVATIONS S'IO\VN ON THIS
"I4 I- % PLAN REFER TO NAVD 0 1988. 101 Walnut Street
'mod SA L E M TURNPIKE THE TREE SYMBOL OIJTLINE SHOWN ON THIS PLAN DOES NOT REPRESENT THE ACTUAL TREE 30 Box 9151
CANOPY. Watertown,MA 02471
(PUBLIC-1101 WIDE)(ROUTE 125-ROUTE 114) 6) THIS PLAN WAS COMPLETED WITHOUT THE BENEFITTITLE COMMITMENT 617.924.1770
Plan References
-- -- --
-——-------------- --- c--EOP_
- PLAN ENTITLED"ELECTRICAL SITE LAYOUT-POWER.MERRIMACK COLLEGE-RESIDENCES"PREPARED BY Legend
LONGCHAMPS,DATED JANUARY5,2015
- - (A DRAIN MANHOLE
LL - - , .: PLANS FNTITLED"DRAIN,SEWER,WATER,ELECTRIC AND GAS AS-BUILTS-MERRIMACK COLLEGE PHASE BE CATCI BASIN
T'PREPARED BY J.MASTERSON COf1STRUC ICN,DATED JANUARY 7.2016 O SH0 R IdANH0 E
LEE ELECTRIC MANHOLE
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